Timothy D. Stark, Ph.D., P.E., BC.GE, Dist.M.ASCE

Publications-Waste Containment Facilities

Avoiding the Slipery SlopeBentonite Migration in Geosythetic Clan Liners

Effect of Shear Displacement Rate on Internal Shear Strength of a Reinforced Geosynthetic Clay Liner

Flexible Geomembrane Interface Strengths

Liquefied Strenth Ratio from Liquefaction Flow Failure Case Histories

Long-Term Tritium Transport through Field-Scale Compacted Soil Liner

Municipal Solid Waste Slope Failure II-Stability Analyses

Municipal Solid Waste Slope Failure I-Waste and Foundation Soil Properties

Shear Behavior of an Unreinforced Geosynthetic Clay Liner

Shear Behavior of Reinforced Geosynthetic Clay Liner

Shear Strength Characteristics of PVC Geomembrane-Geosynthetic Interfaces

Test and Acceptance Criteria of Geosynthetic Clay Liners

The Rumpke Landslide

Unreinforced Geosynthetic Clay Liner Case History

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